Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Cofferdam construction method
The cofferdam construction method comprises the following steps that S1, a steel sheet pile mounting area is reserved before construction, and obstacles are removed; s2, positioning piles and corner piles are inserted and driven; s3, two sets of steel sheet pile assemblies are prepared, each set of steel sheet pile assembly is formed by splicing a plurality of vertically-arranged steel sheet piles, the two sets of steel sheet pile assemblies are arranged in parallel, and a filling area is formed between the inner side faces of the two sets of steel sheet pile assemblies; s4, a plurality of pull rods and a plurality of fixing pieces are prepared, the pull rods are horizontally arranged on the upper portions of the steel sheet pile assemblies and are perpendicular to the steel sheet pile assemblies, the two ends of each pull rod extend out of the outer side faces of the two steel sheet pile assemblies correspondingly, the pull rods are arranged in the extending direction of the steel sheet pile assemblies, and the fixing pieces are configured to limit the distance between the upper portions of the two steel sheet pile assemblies; and S5, filling materials are placed in the filling area. The cofferdam construction method can be suitable for a narrow construction space, and the structural stability and reliability of the cofferdam can be guaranteed.
本发明公开了一种围堰施工方法，包括以下步骤：S1，施工前预留出钢板桩安装区域，进行障碍物清除；S2，插打定位桩和角桩；S3，准备两组钢板桩组件，每组钢板桩组件内均由多个竖直设置的钢板桩拼接而成，两组钢板桩组件平行设置，两组钢板桩组件的内侧面之间形成有填充区域；S4，准备多条拉杆及多个固定件，将拉杆水平设置于钢板桩组件的上部并与钢板桩组件相垂直，拉杆的两端分别伸出两组钢板桩组件的外侧面，多条拉杆沿钢板桩组件的延伸方向排列，固定件配置为限制两组钢板桩组件上部之间的间距；S5，向填充区域内放置填充物。本发明中的围堰施工方法能够适用于狭窄施工空间，并可保证围堰的结构稳定性和可靠性。
Cofferdam construction method
The cofferdam construction method comprises the following steps that S1, a steel sheet pile mounting area is reserved before construction, and obstacles are removed; s2, positioning piles and corner piles are inserted and driven; s3, two sets of steel sheet pile assemblies are prepared, each set of steel sheet pile assembly is formed by splicing a plurality of vertically-arranged steel sheet piles, the two sets of steel sheet pile assemblies are arranged in parallel, and a filling area is formed between the inner side faces of the two sets of steel sheet pile assemblies; s4, a plurality of pull rods and a plurality of fixing pieces are prepared, the pull rods are horizontally arranged on the upper portions of the steel sheet pile assemblies and are perpendicular to the steel sheet pile assemblies, the two ends of each pull rod extend out of the outer side faces of the two steel sheet pile assemblies correspondingly, the pull rods are arranged in the extending direction of the steel sheet pile assemblies, and the fixing pieces are configured to limit the distance between the upper portions of the two steel sheet pile assemblies; and S5, filling materials are placed in the filling area. The cofferdam construction method can be suitable for a narrow construction space, and the structural stability and reliability of the cofferdam can be guaranteed.
本发明公开了一种围堰施工方法，包括以下步骤：S1，施工前预留出钢板桩安装区域，进行障碍物清除；S2，插打定位桩和角桩；S3，准备两组钢板桩组件，每组钢板桩组件内均由多个竖直设置的钢板桩拼接而成，两组钢板桩组件平行设置，两组钢板桩组件的内侧面之间形成有填充区域；S4，准备多条拉杆及多个固定件，将拉杆水平设置于钢板桩组件的上部并与钢板桩组件相垂直，拉杆的两端分别伸出两组钢板桩组件的外侧面，多条拉杆沿钢板桩组件的延伸方向排列，固定件配置为限制两组钢板桩组件上部之间的间距；S5，向填充区域内放置填充物。本发明中的围堰施工方法能够适用于狭窄施工空间，并可保证围堰的结构稳定性和可靠性。
Cofferdam construction method
一种围堰施工方法
ZHANG XIAOGANG (Autor:in) / LU YUNLIANG (Autor:in) / WEI PING (Autor:in) / HUANG TAO (Autor:in) / LI HONGHAO (Autor:in) / DUAN HONGFENG (Autor:in)
30.08.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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